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<br /> T ACT NOi 2 44
<br /> SUODIVISIOINS OF SSW JOAQUIN COUNTY
<br /> - ON RA
<br /> R.S. 37
<br /> UNIT . . 46.
<br /> BEING A SUBOMSION OF A P0Rl70N OF
<br /> SFO77ONS "C'z AND "D" OF WE C.M. WEBER GRANT
<br /> CITY OF STOCKTON,
<br /> SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 7TIOMP80N lENGINEERS
<br /> w ,
<br /> ,,.:,..�.... . _ A DMION OF K87H COAVANIES
<br /> 50.00'
<br /> ._ 65. 4 ..�....... N 2°x'35„ £
<br /> 679 96'
<br /> 50.00 6000' =- p
<br /> °'°� 101'6 121h STREET MODESTO, CALIF ORNIA
<br /> SC
<br /> ALE 11► 501 �► ; MARCH, 1999
<br /> _____rte 31g•g�,p4, -��`p' • j '`��� ° •� $ -c' N
<br /> wj �`�� z 22 21 $ 20 $ 19 $ �. 11f0E5►
<br /> y 24� _ , I ,�, � � . , � 8 18 4 $ 17 ��
<br /> 24 `� �i `� . 1 ALL DISIANCE$ ARE MEASURED UNLESS OrHE"RWIS£ NOTED.
<br /> v'a �� -�'' � 10`F'U.E �' 2. A. 10' PU6`VC UTILITY MSEWENT HAS BEEN DEDICATED
<br /> c► a 11 12 35 - -- 1D`P,U£. .•• ALONG ALL STREETS AS SIKIWN ON THIS 141V.
<br /> ?s + cy+�` �+ 3' t' 0 50.00 60.00' SD 00' �• - -- 1 SET A 5'6" WITNESS CORNER, ON LOT UN£ PROJECTION
<br /> t ZQ Yo �V s' �'_ , ;3•} 1D . N OZ:30`35' f
<br /> cr �.6 ' �,_'J �rj 661.OX CIRCLE
<br /> o IN COLNGRETE SET?C A RQADWAY. (CHISELED r,}„
<br /> �✓� 1✓IRCLE t SE£ SHut 2 FOR.4MT10NAL NOTES, RU R&CES AND L£G£ND.
<br /> �.- ry :10 6' 2'� 61 h N 02 30 36' E 50bt 06' _ go
<br /> �,-- 2/ ✓ 7 �''�33. N 2� t3 C �• 5 4?Y 7MS NOT& ACCESS R)CHIS TO CORNER LOTS ARE R£STR1CTED
<br /> ., TA 0 54.11 W 1' N '"• IN CONFORAf,MICE Fl�ITN CIPY OF SlOCICTON SUBDIVISION DESIGN
<br /> �4' '� r' 49.09' 60.001 471.83'
<br /> t,�°5U 11�' v: 1 - -- , STANawos DRAWING NO. 6, CONf'IGiIRAnoN FURTHER. TN£ DEYELOF'ER
<br /> y "�`✓ 4 ' !8 ---_ 60.00 5000' ° OF THE SUBDNISION SliAtl SEZ£CT T7/£ STREETS ABUTTWG mcc CORNET?
<br /> 16 3 t� , . LOTS.UPON ►V}I1CH ACCESS IS TO B£ PROYDED AND ACCESS IS HEREBY
<br /> t, N k46Z �� ° = �-�► t0 P.UI)t .E....... C,,,) RESTRICTED ON ALL OTNER fRONTAC4S
<br /> ug, - w '."`.,.w `�: .�. G N ` t t h t L 3 _
<br /> ---, ` '- 3 $ g $ CEN�" R�fNE GRID COORCIII�AAES
<br /> -28 w 5 ��, L .� rA g .38 .39 1
<br /> 3 .aSEE NOTE 5 h, _ w N. a 532 23 4 9-203073 340
<br /> �r ' , ��° ` a° c+► I28'•.. `` 2 f-8,132946.468 4 E=633.3219.6-551
<br /> 32
<br /> yopg'48W �P 25 ;` ' '4' 3� 56, 50 � �, t N-41 5,3300 349 N�21525?0.806
<br /> c*� N ;� 4g 55.d0 , �-`-' E�6333149.360 J £=6333197.4 t 0
<br /> 94.5 - ' w ' N1Z�q 18 , .. N 2'30'35' E 6000 SDI�J' 60.00'
<br /> --- r� a. g , 397,09' N2 i 3191.350
<br /> G 9 � (��^ '`� t'' �y o` �� � � � - - - •-""" - E�b.�33198~t 11
<br /> c'° °17"49it W 05 ,8
<br /> t N ,2 N �} f CURVE DASA
<br /> '� 17
<br /> DELTA RADIUS LENCTN (ARD CN. BEARING
<br /> -09 }g 34' 90U0 1 54 14.53' N 73"04'24" £
<br /> �0 �ylk. h 3 TV 90 oor 0.94 0.94" N 7l �-£-
<br /> ...--•" .... •�'`l� _ -064D55-Irp .00 3. 7 1 .59 N a 46 2�4�.
<br /> �� 6 43 O9 00 101.28 89.68 N 63 11 49 w
<br /> r� N
<br /> 23 w - 'r 60. 3K7 � .1 r N 8558'��,'rE
<br /> cn N 121y'49}
<br /> 6 06 4r 4rr 60.00 -43.05r-
<br /> -41 42 13 N 55 55 36'T W
<br /> LO 60.00T 21.50T 21.39T N 2306 14' w
<br /> f f, (_a (�® a '� f .
<br /> KAS
<br /> �' --•.' �. �� �� j� ?D 600q ! 1°4� " 27 .00r ` .67� 57r N 18 11 J7'T W
<br /> r� ftp 1/2" IRON PIPE F COURT J���Y c)r/�l�t` ' 21 f 09 36 10 275.00, 46 08T 46.02, N 07 9 2r-3 w
<br /> ,,++��, i,�/ I� } 5 X50 275.00 4.95 x4.95 N Ol) 05 25 W
<br /> IAM L.S. 4876 _.-- L. !��+ :- 8 2 2 745 6 33T4 .40- �'` 15. N 1 °�7 37' w
<br /> PER AI do P 34-82 3� 4 6106 26 3�7r 23 D0� }04.48T 03,55' N 10 47 3T w
<br /> l�]• 25 -509-- 05 r5'-_2_ 925.00 P2.64 -,Pg,-6J� N 21 1 53 w
<br /> 26 5 1 36 35 225.00 &)93 80.50 NOB 01 40 w
<br /> --- -'` 27 96 7 13 " 225.00' 0.91' 0.91 r N 02 23 36 E
<br /> 131
<br /> 5012
<br /> 31 6 85
<br /> 32 •$680
<br /> 70}
<br /> , 34• •
<br /> 37
<br /> P.1 STOCKTON1143254\mop\UN(T46-fM3.dwg 07/25/2000 15.•42 SHEEP 4 OF 6
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